Lic-CR 804-01.73
Licking County · est $4.2M
Bid dateThursday, February 23—
Licking County · est $4.2M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 70 more items below.
| Item | Quantity | R1George J Igel & CO INC | R2Shelly & Sands INC | R3Complete General Construction Company | R4Ruhlin Company | % of bid |
|---|---|---|---|---|---|---|
| 515E15080 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 12 EACH | $52,000 | $50,500 | $47,000 | $53,000 | 18% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 531 CY | $725 | $850 | $740 | $690 | 11% |
| 515E15080 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 6 EACH | $52,100 | $50,500 | $47,000 | $53,000 | 9% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $290,000 | $371,000 | $515,000 | $852,000 | 8% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 186,967 LB | $1.40 | $1.43 | $1.45 | $1.55 | 7% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 601 FT | $370 | $340 |
| Item | Quantity | R1George J Igel & CO INC | R2Shelly & Sands INC | R3Complete General Construction Company | R4Ruhlin Company |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $13,500 | $15,500 | $6,850 |
| 202E23000 PAVEMENT REMOVED | 680 SY | $9.00 | $7.50 | $15.00 | $39.00 |
| 202E30000 WALK REMOVED | 603 SF | $1.20 | $1.75 | $10.00 | $4.00 |
| 202E32000 CURB REMOVED | 12 FT | $26.00 | $11.00 | $20.00 | $70.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER |
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
| $395 |
| $359 |
| 6% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $214,500 | $167,000 | $170,000 | $285,000 | 6% |
| 507E00750 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 1,800 FT | $84.00 | $85.00 | $65.00 | $100 | 4% |
| 511E40512 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 214 CY | $690 | $1,214 | $975 | $580 | 4% |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 209 CY | $600 | $798 | $600 | $490 | 4% |
| 507E00650 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 1,955 FT | $57.00 | $58.00 | $50.00 | $72.00 | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $106,000 | $39,000 | $50,000 | $85,250 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | $100,000 | $100,000 | 3% |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 123 CY | $735 | $1,160 | $900 | $630 | 3% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 237 SY | $320 | $290 | $275 | $310 | 2% |
| 601E32010 ROCK CHANNEL PROTECTION, TYPE A WITH AGGREGATE FIL | 823 CY | $79.00 | $55.00 | $90.00 | $111 | 2% |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 35 EACH | $1,800 | $3,000 | $5,000 | $1,900 | 2% |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $5,000 | $4,500 | $3,951 | $5,500 | 2% |
| 507E00700 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 1,620 FT | $36.00 | $22.00 | $40.00 | $18.00 | 2% |
| 507E00600 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 1,750 FT | $29.00 | $24.00 | $35.00 | $16.00 | 1% |
| 86 FT |
| $38.00 |
| $47.00 |
| $75.00 |
| $12.00 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 24" | 104 FT | $45.00 | $24.00 | $40.00 | $47.00 |
| 202E98000 REMOVAL MISC.: VARIOUS REMOVALS | 1 LS | $1,000 | $3,501 | $15,000 | $4,900 |
| 203E10000 EXCAVATION | 200 CY | $20.00 | $18.00 | $20.00 | $65.00 |
| 203E20000 EMBANKMENT | 1,050 CY | $22.00 | $23.00 | $20.00 | $52.00 |
| 204E10000 SUBGRADE COMPACTION | 401 SY | $7.00 | $5.00 | $8.00 | $14.80 |
| 608E10000 4" CONCRETE WALK | 559 SF | $10.00 | $12.00 | $6.50 | $19.00 |
| 608E52000 CURB RAMP | 22 SF | $20.00 | $100 | $125 | $110 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $98.00 | $98.00 | $98.00 | $150 |
| 659E00300 TOPSOIL | 312 CY | $8.00 | $40.00 | $25.00 | $35.00 |
| 659E10000 SEEDING AND MULCHING | 2,815 SY | $3.00 | $1.15 | $1.14 | $1.35 |
| 659E14000 REPAIR SEEDING AND MULCHING | 141 SY | $0.78 | $0.78 | $0.78 | $1.35 |
| 659E20000 COMMERCIAL FERTILIZER | 0.38 TON | $892 | $1,500 | $892 | $1,400 |
| 659E31000 LIME | 0.58 ACRE | $154 | $155 | $154 | $100 |
| 659E35000 WATER | 15 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 2,038 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.5 CY | $2,600 | $2,000 | $1,250 | $5,700 |
| 602E98000 MASONRY, MISC.: CUSTOM FULL-HEIGHT HEADWALL | 1 LS | $16,000 | $30,000 | $25,000 | $25,000 |
| 611E04401 12" CONDUIT, TYPE B, AS PER PLAN | 65 FT | $165 | $154 | $120 | $110 |
| 611E10401 24" CONDUIT, TYPE B, AS PER PLAN | 17 FT | $310 | $150 | $220 | $200 |
| 611E13401 30" CONDUIT, TYPE B, AS PER PLAN | 126 FT | $350 | $155 | $140 | $174 |
| 611E14200 30" CONDUIT, TYPE F, 707.05, 707.21 | 22 FT | $275 | $280 | $380 | $333 |
| 611E99574 MANHOLE, NO. 3 | 2 EACH | $5,100 | $6,100 | $6,000 | $4,032 |
| 611E99574 MANHOLE, NO. 3 WITH 60" BASE I.D. | 1 EACH | $6,000 | $25,000 | $20,000 | $4,900 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" DEPTH | 975 SY | $4.00 | $6.00 | $13.50 | $13.50 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 94 CY | $342 | $315 | $350 | $350 |
| 304E20000 AGGREGATE BASE | 76 CY | $100 | $170 | $95.00 | $118 |
| 407E20000 NON-TRACKING TACK COAT | 148 GAL | $4.00 | $4.00 | $3.50 | $3.50 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 76 CY | $365 | $352 | $425 | $425 |
| 609E26000 CURB, TYPE 6 | 75 FT | $35.00 | $70.00 | $50.00 | $30.00 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 3 EACH | $590 | $560 | $250 | $545 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $50.00 | $20.00 | $30.00 | $30.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $50.00 | $20.00 | $45.00 | $35.00 |
| 630E87500 REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | 2 EACH | $100 | $50.00 | $50.00 | $35.00 |
| 646E10200 CENTER LINE | 0.1 MILE | $34,900 | $34,900 | $34,900 | $40,000 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 71 FT | $15.90 | $15.90 | $15.90 | $6.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 16 HOUR | $75.00 | $82.00 | $85.00 | $110 |
| 614E12420 DETOUR SIGNING | 1 LS | $10,000 | $7,700 | $7,700 | $9,985 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 4 SNMT | $600 | $850 | $1,650 | $550 |
| 616E10000 WATER | 2.5 MGAL | $47.00 | $57.00 | $85.00 | $163 |
| 690E65010 SPECIAL - WORK INVOLVING SOLID WASTE (PCS) | 30 TON | $216 | $58.00 | $250 | $338 |
| 690E65100 SPECIAL - WORK INVOLVING CONSTRUCTION DEBRIS | 150 TON | $141 | $40.00 | $40.00 | $46.00 |
| 202E22900 APPROACH SLAB REMOVED | 121 SY | $45.00 | $27.00 | $90.00 | $50.00 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $15,000 | $20,000 | $25,000 | $50,000 |
| 510E09951 DOWEL HOLES WITH CEMENT GROUT, AS PER PLAN | 50 EACH | $110 | $60.00 | $40.00 | $40.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $3,500 | $3,400 | $6,000 | $6,500 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 1,552 SY | $10.00 | $10.00 | $10.00 | $9.25 |
| 512E33000 TYPE 2 WATERPROOFING | 38 SY | $45.00 | $48.00 | $40.00 | $38.55 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 36 SF | $18.00 | $15.00 | $25.00 | $5.80 |
| 516E13901 2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 169 SF | $27.00 | $17.00 | $25.00 | $7.80 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 114 FT | $40.00 | $34.00 | $40.00 | $13.50 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $2,800 | $2,300 | $2,681 | $3,300 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $2,300 | $2,400 | $2,297 | $3,000 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $2,500 | $2,650 | $2,379 | $3,000 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $2,800 | $2,700 | $2,219 | $3,300 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 101 CY | $120 | $100 | $125 | $105 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 140 FT | $12.00 | $5.00 | $12.00 | $13.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 75 FT | $25.00 | $13.00 | $15.00 | $30.00 |
| 523E20000 DYNAMIC LOAD TESTING | 4 EACH | $3,000 | $3,600 | $6,000 | $4,200 |
| 526E90010 TYPE A INSTALLATION | 95 FT | $208 | $200 | $225 | $161 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 105 CY | $52.00 | $91.00 | $95.00 | $120 |
| 608E53020 DETECTABLE WARNING | 20 SF | $18.00 | $24.00 | $200 | $64.56 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $19,000 | $23,500 | $45,000 | $24,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $14,000 | $4,800 | $15,000 | $15,000 |
| 619E16010 FIELD OFFICE, TYPE B | 12 MNTH | $2,400 | $3,000 | $2,000 | $3,040 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $20,000 | $35,000 | $9,000 | $61,100 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E15080 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 12 EACH | $52,000 | $624k | 15% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 531 CY | $725 | $385k | 9% |
| 515E15080 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 6 EACH | $52,100 | $313k | 8% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $290,000 | $290k | 7% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 186,967 LB | $1.4 | $262k | 6% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 601 FT | $370 | $222k | 5% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $214,500 | $215k | 5% |
| 507E00750 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 1,800 FT | $84 | $151k | 4% |
| 511E40512 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 214 CY | $690 | $148k | 4% |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 209 CY | $600 | $125k | 3% |